Numerical assessment of post-earthquake fire response of steel buildings

•Post-earthquake fire resistance of fire protected and unprotected steel frames of different heights is investigated.•The response to earthquake and fire is modeled by means of a nonlinear thermos-plastic dynamic analysis carried out in a commercial FE code.•The insulation damage is assumed as unifo...

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Bibliographic Details
Published inSafety science Vol. 157; p. 105921
Main Authors Risco, G.V., Zania, V., Giuliani, L.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2023
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